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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 CrAccepted-AOC H NO 2715 SECTOR 9 11 HISAR 125001 HARYANA | HISAR | HARYANA | 125001 | ₹4.8 Cr | L1 | Accepted-AOC Due to L1 rate quoted |
| 2 | L2₹5.0 Cr+₹22.0 L (4.62%)Rejected-Finance | ₹5.0 Cr+₹22.0 L (4.62%) | L2 | Rejected-Finance Other than L1 rate quoted |
| 3 | L3₹5.2 Cr+₹41.2 L (8.63%)Rejected-Finance | ₹5.2 Cr+₹41.2 L (8.63%) | L3 | Rejected-Finance Other than L1 rate quoted |
| 4 | L4₹5.5 Cr+₹77.7 L (16.3%)Rejected-Finance VILL CHOMON ADAMPUR JALANDHAR PUNJAB 144103 UDYAM PB 10 0011450 | JALANDHAR | PUNJAB | 144103 | ₹5.5 Cr+₹77.7 L (16.3%) | L4 | Rejected-Finance Other than L1 rate quoted |
| 5 | L5₹5.6 Cr+₹82.2 L (17.2%)Rejected-Finance H NO 282 GREEN CITY II BATHINDA | BATHINDA | PUNJAB | 151001 | ₹5.6 Cr+₹82.2 L (17.2%) | L5 | Rejected-Finance Other than L1 rate quoted |
| Sl No | Description | Qty | Unit | SATISH AGGARWAL AND CO L6 | WELWAYS ENGINEERS INDIA L7 | M/S Sulakh Brothers L3 | M/s Sahib and Company L4 | Sh. Raj Kumar Malik Contractor L1 | Kohinoorconstruction Company L8 | M/s Azure Infrastructure Construction Co. L5 | M/S SAINT SOLDIER ENGINEERS & CONTRACTORS PVT LTD L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, not exc. 1.5m wide deep and getting out in loose/ soft soil all as specified and directed. | 9,600 | Cubic Metre | 170 ₹16,32,000 | 120 ₹11,52,000 | 100 ₹9,60,000 | 100 ₹9,60,000 | 150 ₹14,40,000 | 82.13 ₹7,88,448 Lowest | 100 ₹9,60,000 | 100 ₹9,60,000 |
| 2.00 | Excavation over areas, exc 1.5m but not exc. 3.0m wide deep and getting out in loose/ soft soil all as specified and directed. | 38 | Cubic Metre | 180 ₹6,840 | 150 ₹5,700 | 120 ₹4,560 | 160 ₹6,080 | 330 ₹12,540 | 92.13 ₹3,500.94 Lowest | 100 ₹3,800 | 200 ₹7,600 |
| 3.00 | Removing excavated soil to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed. | 8,745 | Cubic Metre | 150 ₹13,11,750 | 60 ₹5,24,700 | 40 ₹3,49,800 Lowest | 50 ₹4,37,250 | 240 ₹20,98,800 | 95.13 ₹8,31,911.85 | 80 ₹6,99,600 | 100 ₹8,74,500 |
| 4.00 | M&L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base earth to use/obtain from item no 1.00 here-in-before complete all as specified and directed. | 855 | Cubic Metre | 180 ₹1,53,900 | 120 ₹1,02,600 | 180 ₹1,53,900 | 100 ₹85,500 | 240 ₹2,05,200 | 152.13 ₹1,30,071.15 | 80 ₹68,400 Lowest | 100 ₹85,500 |
| 5.00 | Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power road roller including watering as necessary and filling in hollows and depressions to required gradient and camber complete all as specified and directed | 2,032 | Ten Square metre | 250 ₹5,08,000 | 50 ₹1,01,600 | 50 ₹1,01,600 | 200 ₹4,06,400 | 240 ₹4,87,680 | 65.13 ₹1,32,344.16 | 50 ₹1,01,600 | 20 ₹40,640 Lowest |
| 6.00 | M&L for laying and compacting 150mm thick (compacted thickness) granular sub base course (GSB) grading as per Grade V as specified in table 900-1 of MaRTH specifications for Road and Bridge works, 2013, in a three layers over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density and consolidating to required gradient and camber with finished surface tolerances as per table 900-1 of MaRTH specifications complete all as specified and directed. | 2,032 | Ten Square metre | 2,915 ₹59,23,280 | 2,200 ₹44,70,400 Lowest | 2,850 ₹57,91,200 | 3,500 ₹71,12,000 | 2,500 ₹50,80,000 | 3,113 ₹63,25,616 | 2,800 ₹56,89,600 | 2,650 ₹53,84,800 |
| 7.00 | M&L for 250 mm thick (compacted thickness) WBM in two layers of 125 mm thick with coarse aggregate of grading 1 (90 to 40mm size) quartzite, flint stone, lime stone, sand stoneetc blinded with stone screeining type 'A' spread, rolled and consolidated to required gradient, camber, level, super elevation with 8 to 12 ton power roller complete all as specified and directed. | 2,032 | Ten Square metre | 4,680 ₹95,09,760 | 4,300 ₹87,37,600 | 3,950 ₹80,26,400 | 3,900 ₹79,24,800 | 2,400 ₹48,76,800 Lowest | 4,985.13 ₹1,01,29,784.16 | 4,300 ₹87,37,600 | 4,000 ₹81,28,000 |
| 8.00 | Preparing un surfaced water bound mecadam by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. | 2,032 | Ten Square metre | 135 ₹2,74,320 | 280 ₹5,68,960 | 30 ₹60,960 Lowest | 50 ₹1,01,600 | 150 ₹3,04,800 | 113 ₹2,29,616 | 100 ₹2,03,200 | 100 ₹2,03,200 |
| 9.00 | M&L Applying evenly a priming/tack coat with Paving bitumen VG-10 @ 8 kg per 10 square metre complete all as specified and directed. | 2,032 | Ten Square metre | 20 ₹40,640 Lowest | 355 ₹7,21,360 | 290 ₹5,89,280 | 400 ₹8,12,800 | 160 ₹3,25,120 | 165.13 ₹3,35,544.16 | 250 ₹5,08,000 | 300 ₹6,09,600 |
| 10.00 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. | 2,205 | Ten Square metre | 145 ₹3,19,725 | 240 ₹5,29,200 | 20 ₹44,100 Lowest | 50 ₹1,10,250 | 96 ₹2,11,680 | 95.13 ₹2,09,761.65 | 100 ₹2,20,500 | 50 ₹1,10,250 |
Tender Value
₹7.4 Cr
EMD Value
₹7.0 L
Closing Date
6 Nov 2025, 6:00 pmClosed
Chief Engineer Jalandhar Zone Jalandhar Cantt
HQ Chief Engineer Jalandhar Zone Jalandhar Cantt
PROVN OF WIDENING OF EXISTING ROAD NK AT CETRAIN UNITS SURANUSSI MIL STN
2025_MES_731356_1
81100/E8
Open Tender
Civil Works
Item Rate
270 days
Jalandhar Cantt
As per NIT documents
9 documents required · 9 mandatory
₹3,000
AGE(I)Suranussi
₹7.0 L
Yes
2 Feb 2026
16 Oct 2025
13 Nov 2025
16 Oct 2025
6 Nov 2025
30 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas, not exc. 1.5m wide deep and getting out in loose/ soft soil all as specified and directed. | 9,600 | Cubic Metre | - | - |
| 2 | Excavation over areas, exc 1.5m but not exc. 3.0m wide deep and getting out in loose/ soft soil all as specified and directed. | 38 | Cubic Metre | - | - |
| 3 | Removing excavated soil to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed. | 8,745 | Cubic Metre | - | - |
| 4 | M&L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base earth to use/obtain from item no 1.00 here-in-before complete all as specified and directed. | 855 | Cubic Metre | - | - |
| 5 | Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power road roller including watering as necessary and filling in hollows and depressions to required gradient and camber complete all as specified and directed | 2,032 | Ten Square metre | - | - |
| 6 | M&L for laying and compacting 150mm thick (compacted thickness) granular sub base course (GSB) grading as per Grade V as specified in table 900-1 of MaRTH specifications for Road and Bridge works, 2013, in a three layers over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density and consolidating to required gradient and camber with finished surface tolerances as per table 900-1 of MaRTH specifications complete all as specified and directed. | 2,032 | Ten Square metre | - | - |
| 7 | M&L for 250 mm thick (compacted thickness) WBM in two layers of 125 mm thick with coarse aggregate of grading 1 (90 to 40mm size) quartzite, flint stone, lime stone, sand stoneetc blinded with stone screeining type 'A' spread, rolled and consolidated to required gradient, camber, level, super elevation with 8 to 12 ton power roller complete all as specified and directed. | 2,032 | Ten Square metre | - | - |
| 8 | Preparing un surfaced water bound mecadam by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. | 2,032 | Ten Square metre | - | - |
| 9 | M&L Applying evenly a priming/tack coat with Paving bitumen VG-10 @ 8 kg per 10 square metre complete all as specified and directed. | 2,032 | Ten Square metre | - | - |
| 10 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. | 2,205 | Ten Square metre | - | - |
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